Critical load for buckling of solid wood elements with a high slenderness ratio determined based on elastica theory

Buckling tests were conducted using slender specimens of western hemlock. In the tests, the slenderness ratio was varied from 132 to 418 in which elastic buckling was induced, and the values of the critical load for buckling were obtained. When the deflection of the specimen was calculated from the...

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Veröffentlicht in:	Holzforschung 2022-02, Vol.76 (2), p.179-187
Hauptverfasser:	Yoshihara, Hiroshi, Maruta, Makoto
Format:	Artikel
Sprache:	eng
Schlagworte:	Bending buckling Compression critical load Deflection Deformation Elastic buckling Elastica loading-line displacement Mathematical analysis Slenderness ratio transition from compression to bending western hemlock
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